Λ 6 η 6 1 _ 五、發明説明（l) [發明之領域] (請先閲讀背而之注意事哏再塡寫木1 本發明係關於建造建築物所使用之承重構件之金靨板結 構構件，詳言之，像關於一種可結合於鏵造構造板之金屬 板間柱（sheet metal stud)及建造建築物之方法。 [發明之背景] 曾有過諸多提議關於建造建築物所用預鏵板的製造方法 ,該種預鑄板的魅力在於其可以更經濟的方法覆蓋建築物 的牆壁，以及與傳统的牆壁覆蓋物例如磚，石等比較，其 在較短時間内可覆蓋完成。 再者，預鑲板可塑造為各種不同的裝飾表面及裝飾效果 ，因此，可使建築物的裝飾為多樣化。 再者，由於預鑄板可在離開建築現場的工廠内製造，因 而工廠的勞力通常較建築現場的勞力低廉且生産率較高， 此外，在製造該種板時可保持高度的精確性，其結果為， 所完工之建築物具有美觀又産生外觀效果。 - 經濟部屮央橾準局员工消费合作杜印製 其中最普遍的一種預鑲板為混凝土固體板，其有一層或 多層之加強銅網埋入於其中，通常該種預鑄板之厚度至少 有三英时以上。 該種板的重量非常的重，此外，該等之R值為非常的低 ,亦即，預鑲混凝土板之熱絶緣性很小，因此，外面溫度 之變化迅速地被傳至建築物内部。 結果，在使用該預鑲混凝土板之構造中，該板習慣上被 混凝土柱或銷柱之建築結構物所支持，而内壁通常安裝有 熱絶綠體，以便保持建築物内之氣候控制為一定。 8卜 7. 20,(KM)張（II) 本紙張尺度逍用中國國家楳準（CNS)甲4規格（210x297公龙）3 Λ 6 η 6 經濟部+央標準局β工消费合作社印製 1 _ 五、發明説明（2 ) 此外，由於該種板之重量很重，用以固定該等建築物之 固定糸統必需要細心地設計以便可抵抗因氣候及使用時間 之長短等之可能應力，假如建造於地震地帶時，其必需具 有一定程度之耐震性能。 所有該等因素，一般而言，均為被構造工程師們所周知 了解者。 雖然該種固體預镑板有明顯的缺點，然而，卽使曾進行 諸多更經濟的替代品的苜試，但該等為多年來普遍被使用。 例如，在1986年7月19日，頒給發明者雪架（H. $(：1111^£1〇的美國專利第4,602,467號中掲示一種，用簡單 大致為C形剖面之槽銷來加強之預鑄混凝土板，C形剖面之 邊綠部份被形成為各種不同形狀以便被埋入於混凝土内， 使用該糸統時，實質減少混凝土之厚度，在加拿大專利第 1 , 2 6 4 , 9 5 7號中亦有掲示類似之条統，C形剖面槽鋼可增加 形成外壁之薄形混凝土板之硬度。 - 使用此種糸統時，所建造之建築物中，其熱絶緣傜位於 該等C形槽銷部份，建築物之内壁表面為典型的若干乾式 壁板形狀，傺被直接附著於該C形剖面槽銷之邊緣。 在美國專利中列出有關該技藝之較早類似建議之許多例 子。 然而，使用該種提議亦發生很多問題。 第一，混凝土與銷之膨脹率及收縮率各有差別，其結果 為.被暴露於極端的冷與熱中，鋼即欲沿著其長度方向伸 張或收縮，而其距離大於混凝土之伸張或收縮之距離，結 (請先閲請背而之於意事哏再Λ«寫本一、 本紙張尺度边用中a Η家槔毕（CNS)肀4規格（210x297公釐）4 81. 7. 2(),0(11)¾ (Π) 213^^ Λ 6 Π 6 五、發明説明（3 ) 果，時間久之後，在鋼與混凝牆之間有逐漸的移動，其為 經濟部屮央榡準局员工消费合作杜印製 之 厚衝成 ，ί 理向 築即 區上厂 體 用 内之之常構 大cff成方 建氣 冷壁 卩熱¾使 土伸 土異能 太之形他 ，熱卜該*於 W 隔妾意 凝延凝到可 會用，其 裡，W 而聚幽fi之 Μ 願 混而混遇線 不強内或 節時 ，凝” 面式ΡΜ不 於隔少板裂 能加板向 季放^域而上 j 形 W 商 入間減該破 可板土方 該開 β 區份壁 。0他|造 埋著於當續 率屬凝一 在氣1ΪΪ冷水謂象 C 其 建 被隔在而連 機金混向 ，熱 成中所現在藏bj使 ,，的 -之 的 ，部節 著有31形氣之之要内 U 而 中向目吋面 生 題外季 顯部Fa線空知許需内 C , 。 議方之英板 發問物按 為内 ，之結周容般造與本 接提直板 5 該 險的築 ， 尤而罾鋼凝所不一構不成 粘行垂薄^1越 危熱建壁 形 ，1 槽為界所 ，壁板造 之 先向等 Μ 横 及導 之牆 情冷i<著 其業上時牆壁建 時 鋼 間該板該而 點是薄過 該寒 — 沿，築規統在式加 土在著 ，π 隔 缺題較通 ，為ffii-線建法条或乾增 凝 ，沿住55間 的問在而 裡氣J®上結在築該 ，的會 . 混為成記 ’定 殊的埋物 節空彡壁凝為建用體壁來 與題構應 πι 特重被接 季圍cff内份果份使綠内一 銷問份 ，Μ 持 等嚴為橋 的周個在水效部當絶持此 她個部^"^ 保。該更件熱 冷的一失成種大 ，層保如 鬆一緣 ^21?，線然.構導。較面每散形此為此一便 ， 能另邊ξι至時裂雖而面的熱在外著熱即，且因裝以而 可銷''δ度擊斷 然剖想導 物沿該域者， 安 ，然 (請先閲誚背而之由意事吼洱填寫木f 本紙張尺度逍用中Β國家標準(CNS)甲4規格（210Χ297公放）5 81. 7. 2(),000^ (11) ， Λ 69:1 _LL£ 五、發明説明（4)Λ 6 η 6 1 _ V. Description of the invention (l) [Field of the invention] (Please read the precautions first and then write the wood 1 This invention is about the gold plate structure of the load-bearing member used in the construction of the building Components, in detail, like a sheet metal stud that can be combined with a construction board and a method of constructing a building. [Background of the invention] There have been many proposals regarding the use of pre-built boards for building The manufacturing method, the charm of this type of plate is that it can cover the walls of the building in a more economical way, and compared with traditional wall coverings such as brick, stone, etc., it can be covered in a shorter time. , The pre-panel can be shaped as a variety of different decorative surfaces and decorative effects, so that the decoration of the building can be diversified. Furthermore, because the choke board can be manufactured in the factory leaving the building site, the labor of the factory is usually Compared with the construction site, the labor is lower and the productivity is higher. In addition, a high degree of accuracy can be maintained when manufacturing this kind of board. As a result, the completed building has a beautiful appearance and produces an appearance effect.- The most common type of pre-panel is the solid concrete slab, which has one or more layers of reinforced copper mesh embedded in it. Usually, the thickness of this type of plate is at least three. The weight of this kind of slab is very heavy. In addition, the R value of these is very low, that is, the thermal insulation of the pre-inserted concrete slab is very small, so the change in outside temperature is quickly transmitted to As a result, in the construction using the pre-inserted concrete slab, the slab is conventionally supported by the construction structure of the concrete column or the pin, and the inner wall is usually installed with a thermal insulation green body in order to maintain the inside of the building Climate control is certain. 8 Bu 7. 20, (KM) sheets (II) This paper scale is easy to use China National Standard (CNS) A 4 specifications (210x297 male dragons) 3 Λ 6 η 6 Ministry of Economy + Central Bureau of Standards β Printed by the industrial and consumer cooperative 1_ V. Description of the invention (2) In addition, due to the heavy weight of this kind of board, the fixing system used to fix these buildings must be carefully designed in order to resist the weather and the time of use. Possible stress such as length, If it is built in an earthquake zone, it must have a certain degree of seismic performance. All of these factors are generally known to structural engineers. Although this kind of solid pre-weight board has obvious shortcomings, however, The emissary had conducted many alfalfa trials for many more economical alternatives, but these were widely used over the years. For example, on July 19, 1986, the inventor was awarded the snow shelf (H. $ (: 1111 ^ £ 1 〇U.S. Patent No. 4,602,467 shows a concrete slab reinforced with a simple slotted pin with a roughly C-shaped profile. The green part of the edge of the C-shaped profile is formed into various shapes to be buried in the concrete , When using this system, the thickness of concrete is substantially reduced. Similar rules are shown in Canadian Patent No. 1, 2 6 4, 9 5 7. C-shaped channel steel can increase the thickness of the thin concrete slabs forming the outer wall Of hardness. -When using this kind of system, in the building constructed, the thermal insulation is located in the part of the C-shaped groove pins, the inner wall surface of the building is a typical shape of a number of dry siding, and the Ye is directly attached to the C The edge of a grooved pin with a profile. Many examples of earlier similar proposals for this technique are listed in US patents. However, many problems have occurred with this proposal. First, the expansion rate and shrinkage rate of concrete and pin are different. The result is that when exposed to extreme cold and heat, steel wants to stretch or shrink along its length, and its distance is greater than the stretch or shrinkage of concrete. The distance, the knot (please read the back to the back of the mind, then Λ «Writing one, the size of the paper is used in the paper a Η 家 槔 毕 (CNS) Yu 4 specifications (210x297 mm) 4 81. 7. 2 (), 0 (11) ¾ (Π) 213 ^^ Λ 6 Π 6 V. Description of the invention (3) As a result, after a long time, there is a gradual movement between the steel and the concrete wall, which is the central government of the Ministry of Economic Affairs. The quasi-bureau's employees' consumption cooperation is duo-made, and the general structure of the factory is used in the construction of the district, the construction of the air-cooled wall, the heat, and the ability to extend the earth is too obvious. , Reb should be condensed and condensed in W to be usable, in which W and gather the fi of the fi is willing to mix and meet when the line is not strong inside or knot, condensing "surface type Ｍ shall not be less The plate crack energy can be added to the season, and the upper j-shaped W quotient can be divided between the broken plate and the open β partition wall. 0 He | Buried in the current rate is condensed in the gas 1ΪΪ cold water C Its construction is separated and the machine gold is mixed, the bj is now hidden in the hot process, and the one has the essence of 31 forms of the inner U and the middle direction is the outer season. Obviously, the Fa line of the obvious department needs to be within C.. The questioning of the Yingfang board of the parliament is considered to be within, and the structure is built in a similar way to the straight board 5 of this connection. In particular, the steel plant is not a sticky one. Thin ^ 1 The more dangerous the heat builds the wall shape, the 1 slot is the boundary, the siding is made first, etc. The horizontal and leading walls are cold. I < When the wall is built, the slab should be thin Over the cold — along the way, the construction rules are added to the soil, the π gap problem is more common, for the ffii-line construction method or dry thickening, along with the 55 rooms and the Qi J® Build the meeting, the meeting. Mixed into Cheng Ji's special burial section empty 彡 wall condensed into the construction body wall to respond to the title structure, especially received by Ji Wei cff within the fruit portion makes the green within a sales , Zhou Zhou, who is so strict as the bridge, must hold this position in the water efficiency department. ^ &Quot; ^ Guarantee. This hot and cold piece is a big one, and the layer is like a loose ^ 21 ?, line Ran. Guidance. This is for every facet As a matter of fact, the heat that can be cracked on the other side, although the surface heat is on the outside, and it can be sold because of its installation. The δ degree strikes abruptly dissects the guide along the domain, and it is safe (please read it first. Contrary to the intentions, fill in the wooden paper on the paper, and use it in the national standard (CNS) A 4 specifications (210Χ297 public release) 5 81. 7. 2 (), 000 ^ (11), Λ 69: 1 _LL £ V. Description of the invention (4)
在1 9 9 0年3月頒發給發明人务納（E R Η E S T R . B 0 D N A R)之 美國專利第4,909,007號中掲示一種克服該等問題之改良 型構造板。 在該專利中，掲示一種用金屬板間柱構件（sheet metal stud nember)所加強的預鑲板，該間柱構件像由留有間隔 而形成有開口之斜形支柱所構成，以該方法，導熱橋接物 被減少，導致減少導熱路徑，而可減少該”幽蚕現象”的問 題。 在該条統内，可將内部乾式壁板直接附著於柱構件上， 因此可減低全盤的建築成本。 該糸統之另一優點為，被埋入於混凝土内之間柱之邊緣 部份被形成為彎曲之垂片或貫穿孔，因此，板内之有些混 凝土可流過該孔或圍繞該垂片，因而可減少間柱變弱之程 度，此外，膨脹率與收縮率之差比率所引起之問題亦可減 少。 然而，在該專利中所掲示之間柱（s t u d ),由於要切除支 (請先閲讀背而之ii-意事也再填·寫本V-.、 經濟部中央標準局貝工消费合作社印5i 料部 鋼一 的其 。 多但題 當 ，問 相孔之 費有述 浪成上 , 形到 時份遇 柱部遭 間 緣會 該邊少 造入少 製埋多 在被多 而之而 份柱因 部間 -_板然绩 屬雖連 金 ，是 之者然 間再仍 柱。份 述 敘 要 概 之 明 發 本 件 構 構 結 板 屬 金 種 1 括 包 明 發 本 ¾ 缺 諸 述 上 服 克 為 ΘS (W著 板沿 結而 連 ， 屬綠 金邊 含狀 包線 俗 直 件為 構致 該大 為 其 其 箸 沿 定 0>· 邊 形 齒 鋸 為 致 大 定 界 邊 本紙Λ尺度逍用中家樣半規格（210x297公釐）6 8). 7. 20,0t)nik (II) Λ 6 Π 6 經濟部屮央楳準局员工消合作杜印製 五、發明説明（5 ) 該鋸齒形狀邊緣部份界定較寬區域，及在該較寛區域之間 形成較狹窄區域，而該連結板為略呈三角形狀，係從一個 該較狹窄區域通過該較寬區域而延伸至下一個該較狹窄區 域，及界定圍繞該連結板之該鋸齒狀邊緣部份形成之突緣 部結構。 本發明另包括一種結構構件，其包括位在該連結板之每 一個較寬部份之頂點的附著裝置，藉此該附著裝置可被固 定在構造材料上。 本發明另包括一種結構構件，其中，該附箸用裝置為， 其形成在連結板每一個較寬部份之頂點之埋入構成物，而 其中，該埋入结構可被埋入於鑲造材料用以加強該材料， 該鑲造材料在該埋入構成物之間之部份為未附著於該連結 板。 本發明另包括一種結構構件，其中，加強管狀部份係沿 著該直線狀邊緣部份而形成，該管狀部份偽將該連接板之 一部份摺叠於其本身上面以圍繞形成一加長形管狀規則橫 截面，及包括連接該連接板之自由邊緣於該連接板中間部 份以圍繞該管狀部份之方法。 本發明復包括一種結構構件，其中，在該較狹窄區域之 間，貫穿連接板而形成開口裝置，因此，將該連接板之該 較寬區域之部份形成為兩個大致為斜形支柱部份，且相交 於該較寛部份之該頂點。 本發明復包括一種結構構件，其中，該埋入構成物包含 在該頂點區域貫穿該連結板而形成之開口裝置，及從該連 (請先閲讀背而之ii-意事吼洱蜞寫本-、 本紙張尺度逍用中a S家楳準（CNS)T4規格（2]0x297公龙）7 81. 7. 20,01'nik (II) 21^^_\Λ_ 五、發明説明（6) 結板向外方彎曲且鄰接於該開口裝置之舌形裝置，因此， 經濟部中央標準局貝工消费合作社印製 過 一板 大 在於用之 全該連該 複邊邊較區較 流 毎結 定 定行著入 完與括別 配 一一及窄該 料 其連 界 固平附插 一件包個 裝著另域狹在 ,材 在使 緣 括為的所 括構及之 括沿著區較並 造 板此 邊 包致缥間 包構 ，件 包一沿寬該， 鑄 結因 線 其大連之 其結準構 及括而較從域 該 連， 直 ，伸之件 ，該對構， ，包 ，定 。區 使 該蓋 該 件延緣構 件 ，互結 法件板界狀窄 可 ，覆 ， 構並邊著 構件相該 方構結份形狹 而 中所 中 構 ，狀附 構構此他 之構連部齒較 , 其料 其 结點線該 结構彼其 板結颶狀鋸個 内 ，材 ， 種頂直與 種結而至 物個金齒以一 料 件膠 件 一 之該點 一二起份 築一之鋸為下 材 構塑 構 之份開頂 之第 I 部 建每份該致至 造 構成 構 樣部離屆 樣之置寛 成而部 ，大伸 鑲 結合 結 。態寬但一 態件配較 構 ，緣份板延 入 種被 α 種面述較緣每 述構份該 種驟邊部結而 埋 一為離一剖上個邊該 上構部之 。一步狀緣連域 被 括域隔括形括一狀在 括結寬件置括之線邊該區 可 。包區料包槽包每線及 包一較構裝包件直狀而寛 置置復之材復之復之直以 。復第該構的復構為齒 ，較 裝裝明點造明角明板之 ，置明該之結份明構致鋸域該 形口發頂構發直發結件片裝發於板該部發結大略區過 舌開本該該本為本連構長熱本同结一寬本個定定窄經 該該 個與 致 該該細隔 相連接較 數界界狹域 (請先閲請背而之注意事項再填寫本： 本紙張尺度逍用中國國家標準（CNS)甲4規格（2〗0χ297公;tt) s 81. 7. 20,00〇ifc (II) a Λ 6 Π 6 五、發明説明（7 ) 寬區域中界定頂點為加強用之框架，將可鑲造構造材料澆 於模型内至預定之深度，並將該結構構件之加強用之框架 連同該連結板之頂點放置並部份伸入於該可鑲造材料内， 然後使該可鏵造料硬化，並從該模板内移除該合成板。 本發明復包括一種構成建築物水平部份之方法，及包括 裝設複數個依據本發明之結構構件以大致為横向水平狀作 為距離間隔，放置模板於該結構構件之間，用接合該結構 構件與該模板之模板支持裝置支持該模板，當使該結構構 先 閱 讀 背 而 之 注.. 意 事 項- 寫 木 經濟部屮央標準局κχ工消t合作杜印製 模可該埋 構該等每相凸形 在並 該 ，及份 結斷相 ，互成上 ，， 於圍置部 該切之份為形邊 份口 料周裝之 對而邊部上線之 部開 造份持板 一 徑兩形致邊緣 條出 镑部支樓 造路徑狀大狀邊 板沖 可立板造 製開路條構形狀 該域 境直模锈 時分開個結齒齒 個區 而該該持 同形分兩該鋸鋸 一寬。 面之除支 條齒該為 ，該該 每較驟 上件移及 板鋸於分構之離 在之步 之構板板 屬之對條結份遠 括板之 板構樓樓 金定相板之部之 包結者 模結從造 形預為該緣條份。及連構 該該後鋳 長箸條將邊板部驟法該結 於於然整 K 沿板便形個條步方之緣 伸動 ，完。一括屬以齒一板之種定凸 延流化.一驟從包金 ，鋸每該構一界成 上其硬成步括及該份為著著結括所形 向許物形之包 ，割部"致沿沿緣包線圍 份允造以件復法分個大 ，及邊復邊周 部並鑲藉構明方 ，兩有係 ，狀明狀口 一 ，可，構發之板之具關構線發齒開 之上該板結本件屬積個合結直本鋸該 件板使模入 構金面一配緣成 該在 裝.....y •.線 本紙张尺度逍用中8國家樣準（〇^)甲4規格（2〗0><297公没）9 81. 7. 20,0()Mik (II) 經濟部屮央楳準局貝工消许合作社印製 _J16 五、發明説明（8 ) 本發明復包括一種方法，其中，該板條部份界定外部邊 緣於遠離該鋸齒狀邊線之位置，並包括弯曲該外部邊緣成 大致為管狀結構，並固定該外部邊緣之自由邊緣於每一個 該板條部份之中間部份，藉此以固定於其管狀部份之步驟。 本發明復包括一種方法及包括在該板條之該鋸齒形狀邊 緣之該較寛部份形成另外的開口，並從該另外之開口向外 方彎曲該連结板部份之舌形狀部份。 構成本發明特勘之各種特性及新穎性將更詳細地示於隨 附之申謓專利範圍内，並形成本掲示之一部份，為更了解 本發明，其作業優點及使用本發明所得之恃殊目的，需參 照附圖及說明書所說明及描述本發明之較佳具體例。 [函式之簡單詋明] 圖1為概略斜視圖，顯示建築物之建造第一階段； 圖2為概略斜視圖，顯示該建築物以後之建造階段； 圖3為斜視画，顯示結合有本發明間柱（stud)之典型構 造板，部份被切開以便顯示其構造； 圖4為画3中之部份之擴大斜視圖； 圖5為沿著圖4中所示之板之線5-5之剖面圖； 圖6為沿著圖4中之線6 - 6 -之剖面圖； 圖7為沿著画6中之線7 - 7之擴大剖面圖； •画8為結構構件之擴大部份切缺斜梘圖； 圖9為對應於圖6之剖面圖，顯示結構構件之其他具體例； 圖10為對應於圖9之剖面圖，顯示結構構件之其他形式； 圖11為對應於圖9之剖面圖，顯示結構構件之其他形式； (請先閲讀背而之注意事哏/)-褀寫木. 本紙張尺度逍用中BS家標準（CNS)平4規格（210x297公；it) if} 81. 7. 20,00〇ikdl) α- 0^ 4 2 66 ΛΠ 經濟部中央標準局貝工消费合作社印製 五、發明説明（9 ) 圖12為對應於圖6之剖面圖，顯示混凝土模板及模板保 持裝置； 圖13a為平面圖，顯示金屬板坯料在其形成一對之本發 明結構構件中之一階段，Λ 圖13b為平面圖，顯示對應於圖13a在其形成該一對結構 構件之稍後階段； 圖13c為部份切缺概略剖面圖，顯示圖13a及圖13b在其 形成一對結構構件時之更稍後階段； 圖14為側面圖，顯示本發明之另其他具體例； 画15為斜視圖，顯示互相附著兩個結構構件部份之方法。 [特定具體例之說明] ' 首先參照圖1及2,其中，概略顯示正在建造中之典型而 較簡單之建築物，圖1為顯示建築物以10表示之第一層樓 板，已完成之外部牆壁12, 14, 16, 18,及澆入混凝土之 地板20。 圖2所顯示者為示於圖1中之建築物正在建造第二層樓板 時之部份階段。 如在圖2中所明示，建築物之牆壁12, 14, 16, 18偽由 大致以22-22所示之複合預鏡板所製成。 雖然用柑同的號碼來代表所有的該種板，但應注意該等 板之形狀及尺寸為各異，有些板可能是形成空白壁面，其 他的板可能結合有窗的開口部例如2 4 a ,而其他的板可能 結合有門之開口部如2 4 b。 同時應注意，某些建築物之某些板可能具有各種材料之 (請先閲讀背而之诖意事喂洱项寫本( 本紙张尺度逍用中S®家樣準（CNS)T4規格（210X297公龙）1 ： 8!. 7. 2U.00O张（Π)U.S. Patent No. 4,909,007, issued in March 1990 to the inventor (E R H E S T R. B 0 D N A R), shows an improved structural plate that overcomes these problems. In this patent, a pre-panel reinforced with a sheet metal stud nember is shown. The inter-pillar member is composed of diagonal struts with gaps and openings formed. In this way, thermally conductive bridging Objects are reduced, leading to a reduction in the heat conduction path, which can reduce the problem of the "silkworm phenomenon". In this system, the internal dry wall panels can be directly attached to the column members, so the overall construction cost can be reduced. Another advantage of this system is that the edge of the column buried between the concrete is formed as a curved tab or through hole, therefore, some concrete in the slab can flow through the hole or surround the tab, Therefore, the degree of weakening of the pillars can be reduced, and in addition, the problems caused by the difference between the expansion ratio and the shrinkage ratio can be reduced. However, the studs shown in this patent are due to the removal of the branch (please read the back-end ii-the intention is also filled in and write the V-., The Ministry of Economic Affairs Central Standards Bureau Beigong Consumer Cooperative printed 5i material It ’s more difficult to ask about the cost of phase holes. When the shape is reached, when the column is hit by the margin, the side will be less built and less buried. More will be added to the column. Because the inter-department-_Pan Ranji belongs to the gold, it is still the column. The description of the summary of the summary of the document structure of the board belongs to the gold species 1 including the package of the document. It is ΘS (W connected with the edge of the plate, and it is a straight line with a green-golden edge and a covered envelope. The structure is such that its large edge is fixed. 0> · The edge-shaped saw is used for the large-boundary side paper. Zhongjia's half size (210x297 mm) 6 8). 7. 20,0t) nik (II) Λ 6 Π 6 Employee's cooperation with the Ministry of Economic Affairs, Biyang, Bureau of quasi-duty printing 5. Description of the invention (5) The sawtooth The edge of the shape defines a wider area, and a narrower area is formed between the narrower areas, and the connecting plate is slightly triangular Shape, extending from a lower line of the narrow region to a wider region through which the narrow region, and defining the structure of the flange portion is formed around the connecting portion of the serrated edge of the plate. The present invention also includes a structural member including attachment means at the apex of each wider portion of the connecting plate, whereby the attachment means can be fixed to the construction material. The present invention also includes a structural member, wherein the attachment device is an embedded structure formed at the apex of each wider portion of the connecting plate, and wherein the embedded structure can be embedded in the inlay The material is used to reinforce the material, and the part of the inlay material between the embedded structures is not attached to the connecting plate. The invention also includes a structural member, wherein the reinforced tubular portion is formed along the linear edge portion, the tubular portion pseudo-folds a part of the connecting plate on itself to form an extension around Shaped tubular regular cross-section, and includes a method of connecting the free edge of the connecting plate to the middle portion of the connecting plate to surround the tubular portion. The present invention includes a structural member in which an opening device is formed through the connecting plate between the narrower areas, and therefore, the wider area of the connecting plate is formed into two substantially oblique pillar portions And intersect the vertex of the narrower part. The invention further includes a structural member, wherein the embedded structure includes an opening device formed through the connecting plate at the vertex area, and from the link (please read the back-to-back ii-Yi Shihou Er Er Script- 、 This paper standard is used in a S Jiayu standard (CNS) T4 specification (2) 0x297 male dragon 7 81. 7. 20,01'nik (II) 21 ^^ _ \ Λ_ V. Description of invention (6) The knot plate is bent outwards and is adjacent to the tongue-shaped device of the opening device. Therefore, a large plate printed by the Beigong Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs is all used to connect the compound edge to the area. After the fixed line is entered and matched with the brackets, one by one and narrow the material, its border is fixed and attached, one piece is packed, the other is narrow, and the material is in the surrounding structure of the border and the surrounding area. Compared with the side of the building board, the package structure is formed on the side, the package is wide along the edge, and the cast structure is more connected from the domain due to the structure of the Dalian ’s structure and the bracket, the straight, the extension, the pair, Cover, fix. The area makes the cover the edge member, and the joint plate is narrow in shape, covering, structuring, and structuring the edge of the component. The structure in the narrow and middle structure, the attachment structure of the other structure is more than the tooth of the other part. The tooth is made of a piece of plastic, a piece of plastic, a piece of saw, a piece of saw, a piece of plastic, a piece of plastic, and a part of the top. The first part of each part is built. And the part, the large extension is combined with the junction. The state is wide but the one-piece is equipped with a structure, the edge plate extends into the species by the α type surface description, and the edge part of each type of the structure is buried and the one is separated from the one. The upper part of the side. The one-step edge-connected area is enclosed by the enclosed area and the shape is enclosed by the line width of the bracket. This area can be included in the package area. The package is straight and the material of the complex is straight. The complex structure of the complex is the tooth, which is more suitable for the installation of the bright point and the bright corner plate. The shape of the top of the hair is straight and the hair piece is installed on the part of the board. The hair knot is in the general area of the tongue. The fine phases are connected to the narrow domain of the number of boundaries (please read the precautions first and then fill in this: This paper scale uses the Chinese National Standard (CNS) A 4 specifications (2〗 0χ297 public; tt) s 81. 7. 20,00〇ifc (II) a Λ 6 Π 6 V. Description of the invention (7) Define the apex in a wide area as a frame for reinforcement, pour inlayable construction materials into the model to a predetermined depth, and The reinforcing frame of the structural member together with the apex of the connecting plate is placed and partially extended into the inlayable material, and then the hardenable material is hardened, and the composite plate is removed from the formwork. The present invention includes a method of forming a horizontal part of a building, and includes installing a plurality of structural members according to the present invention with a substantially horizontal horizontal shape as a distance interval, placing a formwork between the structural members, and joining the structural members To support the template with the template support device of the template, the structure should be read in the first place. Note: Intention-Written by the Ministry of Economy, Ministry of Economic Affairs, Bureau of Standards, κχ 工 消 t, Du Yin, the mold can be buried. The convex shape of each phase is in parallel with each other, and the phases are cut off to form each other. The cut portion in the surrounding part is the shape of the edge part. The peripheral part of the material is cut and the part of the edge is on the line. The two-shaped edge strips are out of the pound branch, the building is shaped like a path, the large side plates are punched, and the open slabs can be made from the vertical plates. The shape of the area is divided into two teeth when the straight mold is rust. Saw a wide. In addition to the support teeth on the surface, the upper part should be moved and the plate saw should be separated from the structural structure of the structural structure. The wrapped part of the part is pre-shaped for the edge from the shape. And the connecting structure The back-long long strips of knots will bind the edge of the board to the edge of the board, and then stretch it along the edge of the board to form a strip, and then finish. A bracket belongs to a kind of fixed convex extension and fluidization. One step from the package of gold, saw the structure of each structure into its hard step, and the share is a package that covers the shape and shape of the object, cut Department " Towards the enclosing line along the rim allows the construction to be divided into large parts by the method of compounding, and the side of the compound edge is inlaid with the structure of the square, the two are tied, the shape is like a mouth, and the structure is made The structure of the machine is related to the opening of the tooth. The plate is a combined straight saw. This plate makes the mold into the structure of the gold surface. Used in 8 national sample standards (〇 ^) A 4 specifications (2〗 0> < 297 public) 9 81. 7. 20,0 () Mik (II) Ministry of Economic Affairs Beiyang Yuzhun Bureau Beigongxu Cooperative Printed_J16 5. Description of the invention (8) The invention includes a method in which the slat portion defines the outer edge at a position away from the jagged edge, and includes bending the outer edge into a generally tubular structure, and The step of fixing the free edge of the outer edge to the middle part of each of the slat parts, thereby fixing to its tubular part. The present invention also includes a method and includes forming an additional opening in the narrower portion of the serrated edge of the slat, and bending the tongue-shaped portion of the connecting plate portion outward from the additional opening. The various features and novelty that constitute the special survey of the present invention will be shown in more detail within the scope of the attached patent application, and form part of this description. In order to better understand the present invention, its operational advantages and the use of the present invention For specific purposes, the preferred specific examples of the present invention need to be explained and described with reference to the drawings and the description. [The simple function of the function] Figure 1 is a schematic oblique view showing the first stage of building construction; Figure 2 is a schematic oblique view showing the construction stage after the building; Figure 3 is an oblique view showing the combination of A typical structural plate of the invention stud, partly cut to show its structure; Fig. 4 is an enlarged perspective view of the part in drawing 3; Fig. 5 is along the line 5-5 of the plate shown in Fig. 4 Figure 6 is a cross-sectional view along the line 6-6-in Figure 4; Figure 7 is an enlarged cross-sectional view along the line 7-7 in Drawing 6; • Drawing 8 is an enlarged part of the structural member Fig. 9 is a sectional view corresponding to Fig. 6 showing other specific examples of structural members; Fig. 10 is a sectional view corresponding to Fig. 9 showing other forms of structural members; Fig. 11 is corresponding to Fig. 9 The cross-sectional view shows other forms of structural members; (please read the notes beforehand /)-write the wood. This paper standard is used in the BS family standard (CNS) flat 4 specifications (210x297 public; it) if } 81. 7. 20,00〇ikdl) α- 0 ^ 4 2 66 ΛΠ Printed by Beigong Consumer Cooperative of Central Bureau of Standards, Ministry of Economy V. Description of invention (9) 12 is a cross-sectional view corresponding to FIG. 6 showing the concrete formwork and formwork holding device; FIG. 13a is a plan view showing a stage of the metal sheet blank in the formation of a pair of structural members of the present invention, FIG. 13b is a plan view showing the corresponding In Fig. 13a at a later stage of forming the pair of structural members; Fig. 13c is a partially cutaway schematic cross-sectional view showing that Figs. 13a and 13b are at a later stage when they form a pair of structural members; Fig. 14 is The side view shows another specific example of the present invention; Figure 15 is a perspective view showing a method of attaching two structural members to each other. [Explanation of specific specific examples] First, refer to Figures 1 and 2, which show a typical and simple building under construction. Figure 1 shows the first floor of the building represented by 10, the completed exterior Walls 12, 14, 16, 18, and concrete floors 20. Figure 2 shows some stages of the building shown in Figure 1 when the second floor is being constructed. As clearly shown in Fig. 2, the walls 12, 14, 16, 18 of the building are made of composite pre-mirror plates roughly shown as 22-22. Although the same number is used to represent all such boards, it should be noted that the shapes and sizes of these boards are different. Some boards may form blank walls, and other boards may incorporate window openings such as 2 4 a. , And other panels may incorporate door openings such as 2 4 b. At the same time, it should be noted that some boards of certain buildings may have various materials (please read the back-and-forth to write the Er item writing (this paper standard is used in the S® Home Sample Standard (CNS) T4 specification (210X297 Male Dragon) 1: 8 !. 7. 2U.00O Zhang (Π)
213SG 經濟部中央標準局β工消费合作社印製 五、發明説明（U)) 外部表面處理（未圖示），而該材料可是玻璃、大理石、模 擬磚面，金颳，綜合表面甚至合成塑膠材料，在此僅指出 可應用於該種板之少數不同表面處理者。 熟悉此技藝之士周知該等板之表面處理之詳細，因此. 在本説明書中省略有關對該等表面處理之詳細描述或如何 應用等。 在圖3中顯示典型之板22,板22包括可鑄造材料之連绩 層26,在本例中為混凝土，被典型的加強網28以該技藝所 周知的方法所加強，典型的薄造材料之厚度為自1英吋至 1 . 5或2英吋之間，而無論如何小於習知技術中所周知之纯 預鑄混凝土材料之同等層之厚度。 連缋層26再被複數個隔開之鋼間柱Utud)30所加強，典 型的銷間柱3 0在中心2 4 ”上隔開，而在某些狀況需要在中 心1 6 ”，除了要配合所建造建築物之要求以外，該特定距 離是不會改變的。 除了垂直間柱30,設有横向水平之頂板32及底板34,以 對每一板面提供完全的加強框架，該板32及34可由如同間 柱3 0本身之間柱所成，或必要時，可由不同形狀及剖面之 材料所形成。 在圖3中，板3 2及3 4被例示為簡單的槽形剖面，具有連 結板部份32a, 34a,及邊壁部份32b, 34b。 如從後面的敘述中可明白，間柱3 0 ,及板3 2及3 4均利用 冷軋成形技術由金屬板所形成，此技術以非常有利的方式 可提供高度生産率及一致性的品質C, (請先閲讀背而之注意事哏洱碭寫木.213SG Printed by the β-Consumer Cooperative of the Central Standards Bureau of the Ministry of Economy V. Description of the invention (U)) External surface treatment (not shown), and the material can be glass, marble, simulated brick surface, gold scraper, integrated surface or even synthetic plastic material , Here only points out a few different surface treatments that can be applied to this kind of board. Those who are familiar with this technique are well aware of the details of the surface treatment of these boards, therefore, in this manual, a detailed description or application of these surface treatments is omitted. A typical panel 22 is shown in FIG. 3, which includes a continuous layer 26 of castable material, in this case concrete, reinforced by a typical reinforcement mesh 28 in a method well known in the art, a typical thin-made material The thickness is from 1 inch to 1.5 or 2 inches, but in any case less than the thickness of an equivalent layer of pure concrete material known in the art. The continuous layer 26 is reinforced by a plurality of spaced steel pillars (Utud) 30. Typical pin pillars 30 are separated at the center 2 4 ″, and in some cases need to be at the center 16 ″, except for Except for the requirements for building a building, this specific distance will not change. In addition to the vertical pillar 30, a horizontal horizontal top plate 32 and a bottom plate 34 are provided to provide a complete reinforcement frame for each plate surface. The plates 32 and 34 may be formed by the pillars between the pillars 30 themselves, or may be different if necessary The shape and cross-section of the material. In Fig. 3, the plates 32 and 34 are exemplified as a simple groove-shaped cross-section, having connecting plate portions 32a, 34a, and side wall portions 32b, 34b. As can be seen from the following description, the pillars 3 0 and the plates 3 2 and 3 4 are formed of metal plates by cold rolling forming technology, which can provide high productivity and consistent quality C in a very advantageous manner , (Please read the notes on the back of the story first.
本紙張尺度逍用中困國家標準(CNS)甲4規格（210X297公;it) G 81. 7. 20,00()¾ (II) ix C3 Λ 6 Π 6 經濟部中央櫺準局Μ工消赀合作社印製 3δί^ - 五、發明説明（11) 參照圖5, 6及7,其中更詳細地顯示間柱30之構造。 間柱30包括第一大致為直線狀邊緣40,及第二大致為鋸 齒形邊緣42,在自邊緣40與42之間，有不同寬度之金屬板 ，大致為以鋸齒形狀從一方邊緣延伸至另一方邊緣而形成 連結板4 4 ,如圖所示。 間柱之直線狀邊緣可形成為各種不同的形狀以達成各種 不同的結果，在圖5, 6及7中所示之具體例中，連結板之 直線狀邊緣4e被形成為三角形管狀加強突緣部份46, 48, 50,及邊緣突線部52,邊緣突緣部52俗平行於連結板40並 用適當的手段，例如點焊接或其他適當的方法固定於該處 ，在特殊的例子中，固定的較佳方法為於53(圖5, 6及7) 進行所謂”曲肘”式鉚接（toggle rivetting)在該糸統中， 模具被沖入於金屬板中，而金靥板被擠入於過大尺寸之模 凹部内，因此形成兩片金属板之"缀連”（stitching)(參照 圖 7 )。 — 然而，此乃固定突緣於連結板的各種方便方法中之一種。 藉該方法時，可提供具有強度大而堅固結構之空心連纊 性三角形狀結構。 該種結構構件或間柱之形狀可具有相當大的負荷承載能 力，可使用於相當多建築物層數之外壁。 經過適當調整金屬板之尺寸及規格之後，具有同樣結構 之間柱可當作用以支持樓板之小樑，亦可以同樣方法可構 成屋頂或天花板之結構構件。 對較輕負荷承載能力及内部壁，如後述，不一定需要沿 (請先閲讀背而之：¾意事喂再项筠本； 本紙张尺度边用中®困家標準（CNS)肀4規格（2丨0x297公龙） 81. 7. (II) 經濟部中央標準局sc工消t合作社印製 五、發明説明（12) 著間柱之直線狀邊緣形成三角形結構。 連結板44大致為界定三角形形狀，在其最寬部份形成有 頂點60,而在其最狹窄部份形成有彎喉部62,在沿著連結 板之自由邊緣形成有連缠邊緣突緣部64,以鋸齒狀自頂點 開始到彎喉部然後回到頂點等等。在連結板之較寬部份， 即在多多少少與頂點配準而在任何兩個彎喉部之間，連結 板較佳為，但不是必要，形成有開口 66,在該開口邊緣之 周圍宜為形成有突综68。 如此一來，每一個連結板被形成為具有兩個略斜形支柱 結構以其頂點部份被連結為一體之大致為三角形形狀，同 時，在該開口的金屬被移除的範圍内，可減少連結板之 ”熱”橋接效果。 從圖5, 6,及8中可看到，連结板之每一個頂點形成有 被沖出舌片7 0 ,留下開口 7 2以在該頂點延伸而形成附箸於 鑄造板之附箸裝置，每一個舌片70被向連结板之單一方向 ，亦即向有邊突緣部64從連結板所延伸之一邊相反之方向 沖出為宜。 如此，舌片70及突緣64在連結板上各向相反之方向延伸 ,以提供具有下述待殊優點之板附著裝置。 當結合圖5所示之較薄混凝板以作為加強之目的時，該 頂點被埋入於混凝土層之一邊内；直到足夠可覆蓋形成在 連結板之頂點之開口 72之深度；若在1.5英吋厚的混凝土 板時，即大約埋入至3/4”左右之深度。 如此一來，每一連結板之每一頂點為堅固地被埋入於材 本紙張尺度逍用中困困家標準（CNS)肀4規格（210x297公址）14 81 . 7. 20,00〇ik (II) 閲 背 而 之 注- 意 事 項.. 再 % 木 經濟部屮央櫺準局A工消许合作社印51 * η ό3加。_^ π 6_ 五、發明説明（13) 料内，而材料在包括設有連結板之突緣64之一邊之附著裝 置周圍以及在連結板另一邊所沖出之舌片周圍流動，並流 過開口 72,因此，在每一連結板之頂點部份周圍形成良好 的堅固粘接。 在頂點之間，應注意間柱未接觸於鑲造板。 因此，金屣板與鑄造材料間之伸縮率之差異對鑄造材料 與間柱間之固定之影饗較少。 當然要注意，根據本發明之板材一旦被製造之後立即可 被固定於建築物之混凝土或構造鏑柱所構成之框架，以形 成該框架之外壁，此外如果需要，該等板材可用以形成内 壁。 該種板材可被銹造成為包括各種外部表面處理，表面效 果及細部，及裝飾用嵌線，該等在本技藝中均為所周知者 應注意，問柱典型的以定置在中心2 4 ”形成大致為矩形 框架（圖3 )之一部份，並提供固定板材於建築物上的極佳 固定方法，而允許從内部到外部之導熱量為最低，同時， 金屬板對混凝土板之熱伸縮，對連結板上頂點部份之埋入 部份；£固定影響極小。 通常，建築板材為離開建築現場之工廠製造，通常，一 大致為水平的模型（未圖示）傜 横置於水平表面，混凝土 或其他建築材料被澆注於事先設有外部表面處理於其底部 之模型，或未設有該等表面處理之模型内，如圖3所示之 間柱之矩形框架及板材，在廠内別處裝配。通常，網狀加 強網筋2 8傜用鐵絲X鉼在連結板上（圖5 )。 (請先閲讀背而之：/-t.-意事項再艰寫本V、 本紙尺度边用中Η困家標準（CNS)甲4規格(210x297公龙）15 81· 7. 2(),0鳴（Π) ,139ί»^ Λ 6 IV6 五、發明説明（14) 間柱框架及加強銷筋被下降至模型内被沈入於混凝土内 化 1/硬 約被 箸 接 料 材 後 然 度 厚 之 材 板 注 澆 所 於 小 或 深 吋 英 出 移 内 型 模 從 後 然 熱柱直 隔間之 以於板 予置結 板 } 連 示 壁11於 對 5 内(^圖 廠料ρ( 工材板 在熱壁 要絶式 需將乾 , 僅 如 下僅材 況乃板 情此部 種 ，内 某理定 在處固 , 面後 意表然 注先 ， 應事間 及之 之 貨 出 場 現 造 1 向 於 材 板 之 P 開 部 窗 有 〇 合 可結 即對 緣 . 邊外 狀另 線 之可 型法 典方 比送 , 輸 量之 重來 。 全 原 板之用 隔材 ， 之板此 口片因 開 一 ， 孔每輕 窗之地 等 明 當 該發相 裝本為 安據土 廠根凝 Η ’ 混 在意鑲 可注預 , 應 體 前 固 此 /ί。因 車本 ， 引成多 牽之很 床車得 平貨輕 用及材 使送板 是輸體 常 之 固 通材之 , 板知 材低習 板減比 之質量 明實重 發可材 本 ，板 之此於 量因由 多 - , 更送外 送餘此 輸 車 板之習 樓明用 加發使 增本於 可用少 或使為 ,, 量 少中重 減計的 質 設 構 實物結 可築個 亦建整 範之為 規定因 及規 ， 座在樓 底 ，層 之地幾 身反蓋 本相多 物 ，可 築載即 建負材 , 之板 (請先閲誚背而之注意事項再塡寫本罗、 經濟部中央標準局Μ工消贽合作杜印製 法 方 mi- 理 〇 處 量之 重材 之板 時明 土 發 ，凝本 混 ， 體外 固另 知 裝 用 311 理 處 為 因 易 容 為 凝減 混被 鏵果 預效 體接 固橋 之熱 知之 習 明 同發 如本 起於 吊由 要 ， 需解 不 了 等可 等人 機吾 tlfnll S , 起載 如負 例大 , 之 備土 部築 的建 。 緣在材 邊 ，熱 狀此隔 線因設 直 ，另 之象材 柱現板 間靈的 或幽知 壁除習 内消如 於質必 用實不 使可 ， 被而面 可 ，表 壁少柱 式減間 乾被之 且熱部 而導内 , 之之 少位物 本紙张尺度逍用中國8家標準（CNS)甲4規怙（210x297公龙） 81.7. 20,00'ii.k (Π) 2l39G〇 經濟部中央標準局KX工消费合作社印製 五、發明説明（1·5) 本發明之特別有利特性為，如果必要，在板材之任何兩 個垂直間柱之間，可用來澆注支持建築物結構之垂直柱， 此種柱以C表示之。 欲形成此種柱C時，在任何所鄰接之一對間柱30之間附 設模板73 (画3)。 在上部及下部板3 2 - 3 4分別配準所選出一對間柱間之空 間形成開口 73a及73b,並用習知之方法，在兩個間柱30之 間结合加強用鋼筋。 當此等模板材以上述方法裝配並配置於建造中之建築物 時（圖2),例如可用典型的澆鑄勺斗澆注於該柱之位置。 當建設下一層之板材時，即配準下一層板材之柱而形成 同樣的模板73及開口 73a-b,以便可連續地從一個樓板至 下一値樓板澆注支持建築物之柱，同時，因為壁部已位於 其應有的位置，樓板20亦被同時被澆注之。 因此，整個建築物之樓板被一連串地澆注，而建築物每 一層之樓板以及其有關的柱即經過本發明之板材，從一個 樓板至另一個樓板及下一値樓板等等，可形成連缠而均質 的結構。 經過適當之硬化時間之後，可拆除模板7 3 ,或者，在某 些部位，模板可包含内壁表面處理之一部份而可留在該處 熟悉建築業之人士均可明白，如果必要，柱子C可在壁 板22内澆注而位於其應有之位置，然而壁板22實際上可在 其水平式的框架内被澆注及硬化，換言之，壁板及柱子均 可在遠離建築現場預鎔之。 先 閲 讀 背 而 之 注· 意 事 項' % 本 本紙张尺度逍用中國Η家標準（CNS) TM規格（210X297公没）17 81. 7. 20,00'iik (II) , '、广· 五、發明説明（16) Λ 6 Π 6 板一 樓下 於注 柱澆 镑後 預之 個板 1 模 每用 定板 固樓 及個 置一 位下 有注 應澆 其及 於樑 設小 建置 22配 板在 壁而 將， 漬 浸 像 0 6 點 頂 之 板 結 Iml- 〇 S 述 ， 下為 如徵 ，特 事利 之有 舉 一 易另 而之 簡明 為發 20本 板據 樓根 個 料 材 膠 塑 成 合 圖 之如 當 為 適漬 以浸 覆或 塗覆 或塗 於而 料 材 之 基 氣 環 為 常 通 層 覆 塗 之 示 所 中 有 層 覆 塗 作 該 間 柱 間 用 強 加 與 身 本 板 凝 混 對 -"llw-i 種 1 另 供 提 可 其 ο , 果為 效一 種第 兩 用因問 種 ，蝕 該成腐 th , 秦 mV 覆所並 塗板鋅 層屬鍍 一 金種 另鋅該 供鍍 ， 提用知 柱均周 間乎所 對幾眾 其 ，如 , 柱 ， 外間而 另之然 ，板 ， 層土蝕 擋凝腐 阻混阻 之強抗 熱加可 導以而 之 柱 間 後 之 點 頂 之 柱 間 覆 塗 4 7 層 〇 覆 法塗 方以 決 ， 解明 性發 久本 永據 之根 題 之之 中致 土 導 凝所 混料 於材 由造 , 鑲 此之 因用 , 使 離所 隔他 土其 凝或 0 , 與份 全成 完學 上化 質他 實其 板或 屬份 金水 按 可 件 構 構 結 他 其 及 樑 小 柱 〇 間 除 ， 消知 可可 上述 質敘 實上 為以 蝕從 腐 (請先閲讀背而之注意事項Λ-碣寫本， 經濟部屮央標準局貝工消伢合作社印製 規 的 同 不 Μ3-1 種 各 及 狀 形 之 同 不 • ft 種 各 為 成 製 而 法 方 之 明 發 本 照 柱 間 用 型 輕 ^示 β顯 DU 9 及画 格 緣 邊 狀 線 直 有 具 0 8 柱 間 種 該 柱 間 之 中 〇 5 處圖 該於 穿 同 貫相 86質 口實 開為 , 8 有 8 成點 形頂 4 84之 0 板 8 結柱 «Ηυ 及 面 括 包 面 剖 C 的 單 簡 有 〇 設92 82緣 緣突 邊強 狀加 線回 直摺 之及 £ 0 柱 9 間份 ΡΡ , 咅 而緣 然突 β 咅 本紙尺度逍用中國國家楳準(CHS)肀4規格（210><297公;«：) 81. 7. 2(),0()iiik (II) 經濟部屮央梂準局KX工消赀合作社印^ 五、發明説明（17) 由於該種間柱之負載承載能力並非如圖5中所示者為大 ,該等可能被使用於諸多外壁鑲板，而該等外部鑲板為不 需要承受較大的負荷，除外，該等可作為建築物内之間 之用。 圖10中顯示另一種形式的間柱，在該例中，以100標示 之間柱具有設有鋸齒狀邊緣103且形成有開口 104貫穿於該 處之連結板部份102,直線邊緣106被形成為三角形管狀如 同圖5之情形，頂點108俗形成在連結板上。 然而，為了要提供替代性附著用形狀，沿著連結板之頂 點，設有連鑲性槽銅狩以例如用”曲肘"（toggle)固定 法112固定於該處，為：提供熱絶緣，在頂點與槽鋼110n4 之間設有合成塑膠料w。 _ 1 1顯示另外其他形狀之間柱1 2 0 ,在本例中，連结板 122設有鋸齒狀邊緣123,並設有開口部124及直線狀邊緣 128,以及具有頂點130。直線狀邊緣128被形成為大致C形 剖面，如同圖9,槽銷132被固定於連結板之頂點130,熱 絶緣偽藉塑膠板134所提供，槽鋼132偽由”曲肘”缀連方法 136而被固定於連結板之頂點。 應注意的是，所顯示之各種不同剖面可設計並製造用以 建造負荷承載壁，及建造輕量壁面用的鋼間柱，同時，亦 可增加間柱之規範以便提供樓板及屋頂等各種形狀結構的 負荷承載用小樑及其他重負載結構構件。 因此，例如，如圖12中所示之本發明結構構件可能被使 用於支持樓板之小樑1 5 0 - i 5 0 ,樓板由混凝土澆注而成， 本紙張尺度边用中SB家楳準（CNS)肀4規格（210X297公*) 19 81. 7. νο,ηοηίΜ fl!) Λ 6η 6 (請先閲讀背而之注意事項再填窍本， 經濟部屮央標準局ts:工消伢合作杜印製 W A 6 _二_Π_6_ 五、發明説明（18) 而為此目的，需要本技藝中所周知的水平模板，根據本發 明，在本特殊具體例中，小樑1 5 0偽以圖5 , 6 ,及8中所示 之方法製造。然而，鋼板之標準厚度，規格及連結板之尺 寸等需要適當地調整以便對所建造之樓板具有適當的負荷 承載能力。 從圖12應注意的是，根據本發明之具有頂點152之小樑 150可被埋入澆注於建築物内之樓板内，因此，可提供一 Η以極有利且經濟的方法用其本身所埋入之小樑支持的完 全無接缝之整個樓板。 為此一目的，小樑傜以適當的間隔横越建築物，通常是 以2 4 ”為中心或配合特殊建築物所要求之其他間隔，模板 1 5 3被配置於小樑之間，稍為低於小樑之頂點5 1 2及該等之 舌形片154。 為了要保持模板於該高度，設有模板夾緊具160,該夾 緊具160實質上包含下部桿構件162及一對上部桿構件_1 64-164,連捍166連接上部桿構件與下部桿構件，剪式連桿 1 6 7像用操作螺絲1 6 8及螺帽1 6 9連接桿1 6 4 ,利用手輪1 7 0 或其他適當的結構來回轉螺絲，因此，迫使剪式連桿向外 方及上方移動，此乃可使連桿1 6 β向上方搖擺，使上部夾 緊桿對下部捍移動，以該方法，楔板可被支持於所需要之 高度平面，並使連結板之頂點部份152向上方延伸而超出 模板1 5 3之高度。 當澆注混凝土在楔板上時，其流過連接板頂點之周圍， 實質上如同圖3及4中所描述之板材之方法。 (請先閲讀背而之：/£·意事項再埙寫本-、This paper uses the national standard (CNS) Grade 4 (210X297 g; it) G 81. 7. 20,00 () ¾ (II) ix C3 Λ 6 Π 6 Central Bureau of Economic Development of the Ministry of Economic Affairs Printed by the Cooperative Society 3δί ^-V. Description of the invention (11) Referring to Figures 5, 6 and 7, the structure of the pillar 30 is shown in more detail. The pillar 30 includes a first generally straight edge 40, and a second generally zigzag edge 42, between the edges 40 and 42, there are metal plates of different widths, generally extending in a zigzag shape from one edge to the other The edge forms the connecting plate 4 4 as shown. The linear edges of the intermediate pillars can be formed in various shapes to achieve various results. In the specific examples shown in FIGS. 5, 6, and 7, the linear edges 4e of the connecting plate are formed as triangular tubular reinforcing flange portions Parts 46, 48, 50, and the edge protrusion 52, the edge flange 52 are generally parallel to the connecting plate 40 and fixed to the place by suitable means, such as spot welding or other suitable methods, in a special example, fixed The preferred method is to perform so-called toggle riveting at 53 (Figures 5, 6 and 7). In this system, the mold is punched into the metal plate, and the gold plate is squeezed into Oversized die recesses, thus forming a "stitching" of two metal plates (see Figure 7).-However, this is one of various convenient methods for fixing the flange to the connecting plate. By this method At the time, it can provide a hollow and continuous triangular shape structure with a strong and strong structure. The shape of such structural members or pillars can have a considerable load carrying capacity and can be used for the outer wall of a large number of building layers. Adjust metal plate After the size and specifications, the columns with the same structure can be used as small beams to support the floor slab, and can also be used to form roof or ceiling structural members in the same way. For lighter load bearing capacity and internal walls, as described below, it is not necessary to follow (Please read the back first: ¾Issue to feed the next item; the standard of this paper is used in the China® Standard (CNS) Yu 4 specifications (2 丨 0x297 male dragon) 81. 7. (II) Ministry of Economic Affairs Printed by the Bureau of Standards, SC, Cooperative Society V. Description of the invention (12) The straight edge of the pillar forms a triangular structure. The connecting plate 44 is generally defined as a triangular shape, with a vertex 60 formed at its widest part, and at its most The narrow portion is formed with a curved throat portion 62, and a continuous edge flange portion 64 is formed along the free edge of the connecting plate, which starts from the vertex in a zigzag shape to the curved throat portion and then returns to the apex, etc. The wide part, that is, between any two curved throats, which is more or less registered with the vertex, the connecting plate is preferably, but not necessarily, formed with an opening 66, and a protrusion should be formed around the edge of the opening Summary 68. As a result, every The knot plate is formed to have two slightly oblique pillar structures with their apex portions connected into a substantially triangular shape, and at the same time, within the range of the metal of the opening being removed, the "heat" of the joint plate can be reduced Bridge effect. As can be seen from Figures 5, 6, and 8, each vertex of the connecting plate is formed with a tongue 7 0 that is punched out, leaving an opening 7 2 to extend at the vertex to form a clad attached to the casting plate In the device with attached chopsticks, each tongue 70 is expelled in a single direction of the connecting plate, that is, in a direction opposite to the side where the edged flange portion 64 extends from the connecting plate. Thus, the tongue 70 and the protrusion The rim 64 extends in opposite directions on the connecting plate to provide a board attachment device with the following advantages. When combined with the thinner concrete plate shown in Fig. 5 for reinforcement purposes, the vertex is buried in one side of the concrete layer; until it is sufficient to cover the depth of the opening 72 formed at the vertex of the connecting plate; if it is 1.5 Inch-thick concrete slabs are buried to a depth of about 3/4 ”. In this way, each vertex of each connecting plate is firmly embedded in the paper and is used in the home Standard (CNS) 肀 4 specifications (210x297 public address) 14 81. 7. 20,00〇ik (II) Read the back-end note-matters needing attention .. Re %% Ministry of Economic Affairs印 51 * η ό3 加 ._ ^ π 6_ V. Description of the invention (13) The material is around the attachment device including one side of the flange 64 provided with the connecting plate and the tongue punched out on the other side of the connecting plate The sheet flows around and flows through the opening 72, therefore, a good strong bond is formed around the vertex portion of each connecting plate. Between the vertices, it should be noted that the pillars are not in contact with the panel. Therefore, the Jin Yi plate The difference in the expansion and contraction rate between the casting materials has less effect on the fixed between the casting materials and the pillars Of course, it should be noted that once the panels according to the present invention are manufactured, they can be fixed to the frame of the concrete or dysprosium of the building to form the outer wall of the frame, and if necessary, these panels can be used to form the inner wall. This kind of board can be rusted to include various external surface treatments, surface effects and details, and decorative inserts. Those who are well known in the art should pay attention to it. The post is typically placed in the center 2 4 "Form a part of a generally rectangular frame (Figure 3) and provide an excellent method of fixing the plate to the building, while allowing the minimum heat transfer from the inside to the outside, and at the same time, the heat of the metal plate to the concrete plate Expansion and contraction, the embedded part of the vertex part of the connecting plate; £ fixed effect is minimal. Generally, building boards are manufactured by factories that leave the construction site. Usually, a roughly horizontal model (not shown) is placed horizontally on the horizontal surface, and concrete or other building materials are poured on the bottom of which is provided with external surface treatment in advance The model, or the model without such surface treatment, as shown in Figure 3, the rectangular frame and plate between the columns are assembled elsewhere in the factory. Normally, the mesh-like reinforcing mesh bars 28 and 8 are made of iron wire X on the connecting plate (Figure 5). (Please read the opposite first: /-t.-Important matter and then hard to write this book V. This paper scale is used in the middle of the family standard (CNS) A 4 specifications (210x297 male dragon) 15 81 · 7. 2 (), 0 Naruto (Π), 139ί »^ Λ 6 IV6 V. Description of the invention (14) The pillar frame and the reinforcing pin are lowered into the model and then sunk into the concrete 1 / hard about the thickness of the material after receiving the material The metal plate is cast in a small or deep inch, and the internal mold is moved from the hot column to the straight compartment so that the plate is pre-consolidated. The display wall 11 is in the pair 5 (^ 图 厂 料 ρ (Working materials The board needs to be dried on the hot wall. The following is only the material condition is the board condition. This theory is fixed in the place, and the intention is to pay attention to the back of the face. In the opening window of the material board, there is a joint that can be joined, that is, the opposite edge. The outer side of the line can be sent by the type code, which is more important. The volume of the original board is partitioned. First, the location of the hole every light window is clear when the hair is installed according to the Antutuchangchang roots. It can be pre-installed if you care about it, and it should be fixed before the body. The car, which is led to a lot of pulls. The bed car is flat and light and the material is used. The feeding board is a common solid material. The board knows the material is low. The board is reduced. The quality of the board is reduced. For this reason, the amount of the reason is more, and the Xiluoming of the transport plate is sent to the outside to use the additional issue to increase the cost to the available or less, and the amount of the structure of the weight reduction can be built. It is also built as a set of rules and regulations. It is located on the bottom of the building, and the ground on the ground is covered with many things. It can be built with negative materials. (Please read the precautions before writing. Luo, the Central Bureau of Standards of the Ministry of Economic Affairs, M Gong Xiao Zhi cooperated in the printing of the French mi-treatment. The weight of the heavy-duty board was obviously released, mixed with the original, and the 311 treatment was used in vitro. Condensation and demixing is the same as the hot-knowledge practice of connecting the bridge with the pre-effect body of the fruit, as it originally originated from the main point of the crane, and it ca n’t be solved. You can wait for the man-machine tlfnll S, and the load is as large as the negative example. The construction is built. The edge is on the edge of the wood, the hot line is straight because of the setting, and the other is like a wood column. Or you can only use the inner wall if you do n’t want to use it, but you can use the quilt instead of the surface. 8 Standards (CNS) Grade A 4 regulations (210x297 male dragons) 81.7. 20,00'ii.k (Π) 2l39G. Printed by the KX Industrial and Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economy V. Description of Inventions (1 · 5) A particularly advantageous feature of the invention is that, if necessary, between any two vertical pillars of the slab can be used to cast vertical pillars that support the structure of the building. Such pillars are denoted by C. To form such a pillar C, a template 73 is attached between any adjacent pair of pillars 30 (Picture 3). The upper and lower plates 3 2-3 4 are respectively registered to form the openings 73a and 73b in the space between the selected pair of pillars, and reinforcement steel bars are combined between the two pillars 30 by a conventional method. When these template materials are assembled and arranged in the building under construction by the above method (Figure 2), for example, a typical casting bucket can be used to pour the position of the column. When building the next layer of boards, the columns of the next layer of boards are registered to form the same formwork 73 and openings 73a-b, so that the columns supporting the building can be poured continuously from one floor to the next floor, and at the same time, because The wall is already in its proper position, and the floor slab 20 is also cast at the same time. Therefore, the slabs of the entire building are cast in a series, and the slabs of each floor of the building and their related columns pass through the slabs of the present invention from one slab to another slab and next slab, etc. And the homogeneous structure. After an appropriate hardening time, the formwork can be removed 7 3, or, in certain parts, the formwork can include a part of the surface treatment of the inner wall and can be left there. Those familiar with the construction industry can understand that if necessary, column C It can be cast in the wall panel 22 at its proper position, however, the wall panel 22 can actually be cast and hardened in its horizontal frame. In other words, the wall panel and the column can be pre-charged away from the building site. Read the notes on the back first · Notes'% This paper size is free to use the Chinese standard (CNS) TM specification (210X297 public) 17 81. 7. 20,00 'iik (II),', Guang · Five 3. Description of the invention (16) Λ 6 Π 6 The first board under the first floor of the floor is casted after pouring columns. The mold 1 is used to fix the building with a fixed board and there is a bit under each place. There should be poured and placed on the beam. 22 The board is on the wall, and the stain is soaked like a 6-point top Iml- 〇S. The following is the case, it is easy to do something easy and the other is concise. It is based on the material. If the material is plastic and the picture is combined as if it is suitable for staining, coating or coating, and the base gas ring of the material is the normal layer, there is a layer of coating in the interlayer. The plate-concrete mixed- " llw-i species 1 is also available for mention. It is a kind of second-purpose factor that can be used as a kind of erosion. The Qin mV coating is coated with a zinc layer which is a gold-plated species. Zinc should be used for plating, and it is known that the columns are different from each other, such as the column, the outside and the other, the plate, The layer of soil erosion, corrosion resistance, mixing resistance, strong heat resistance can be guided, and the inter-column coating at the top of the point between the pillars is 4 7 layers. The coating method is based on the solution, to solve the root problem of the long-term basis of clarity. Among them, the soil guiding solidification is mixed with the material, and the reason for this is to make the solidification or 0 of the other soil, and to complete the school and to change the quality of the board or the gold water. The structure can be divided into other parts and Liang Xiaozhu. It is clear that the above qualitative description of cocoa is actually based on erosion (please read the precautions Λ- 碣 manuscript, the Ministry of Economic Affairs. The printed rules of the cooperatives are different. 3-1 different types and shapes are different. Ft types are all made and the French side is clearly published. The light is used between the columns. ^ Show β DU 9 and draw the edge of the grid. There are 0 8 inter-column species. Among the inter-column areas, there are 〇5 points. The figure should be opened in the same phase through the 86 quality mouth. 8 has 8 dotted tops 4 84 0 plates 8 knots «Ηυ and surface including The simple form of section C has 92, 82, 82, edge edge, strong edge, strong line and straight line. And £ 0 column 9 pieces of PP, and it is abruptly β. This paper size is easy to use China National Standard (CHS) Yu 4 specifications (210 > < 297 public; «:) 81. 7. 2 (), 0 () iiik (II) Printed by the KX Engineering Consumer Cooperative of the Central Bureau of Economic Affairs of the Ministry of Economics ^ V. Description of the invention (17) Since the load bearing capacity of this type of column is not as large as shown in Figure 5, these possibilities It is used in many external wall panels, and these external panels do not need to bear a large load, except that they can be used between buildings. FIG. 10 shows another form of an intermediate column. In this example, the column labeled 100 has a zigzag edge 103 and a connection plate portion 102 with an opening 104 extending therethrough. As in the case of FIG. 5, the apex 108 is formed on the connecting plate. However, in order to provide an alternative attachment shape, along the apex of the connecting plate, there is a continuous grooved copper groove to fix it there, for example, with a "toggle" (toggle) fixation method 112, to provide thermal insulation , A synthetic plastic material w is provided between the apex and the channel steel 110n4. _ 1 1 shows another shape between the columns 1 2 0, in this example, the connecting plate 122 is provided with a serrated edge 123 and an opening 124 and a linear edge 128, and having a vertex 130. The linear edge 128 is formed into a substantially C-shaped cross section, as shown in FIG. 9, the groove pin 132 is fixed to the vertex 130 of the connecting plate, thermal insulation is provided by the plastic plate 134, The channel steel 132 is pseudo-fixed to the apex of the connecting plate by the "toggle" attachment method 136. It should be noted that the various sections shown can be designed and manufactured for the construction of load-bearing walls and for the construction of lightweight walls At the same time, the specification of the steel pillar can also be increased in order to provide load-bearing beams and other heavy-load structural members of various shapes and structures such as floors and roofs. Therefore, for example, the structural members of the present invention as shown in FIG. 12 may be Is used in The beams of the floor slab 1 5 0-i 5 0, the floor slab is made of concrete, the size of this paper is in the SB family tree standard (CNS) 肀 4 specifications (210X297 public *) 19 81. 7. νο, ηοηίΜ fl !) Λ 6η 6 (please read the precautions before filling in this book, the Ministry of Economic Affairs Bureau of Standards ts: industrial and consumer cooperation cooperation to print WA 6 _ 二 _Π_6_ V. Invention description (18) and for this purpose For the purpose, a horizontal template known in the art is required, and according to the present invention, in this particular example, the trabecular 1 50 is pseudo manufactured by the method shown in FIGS. 5, 6, and 8. However, the standard thickness of the steel plate , The specifications and the size of the connecting plate need to be adjusted appropriately in order to have an appropriate load-bearing capacity for the constructed floor. It should be noted from FIG. 12 that the beam 150 with the vertex 152 according to the present invention can be buried and poured in In the floor slab in the building, therefore, it is possible to provide a fully seamless floor slab supported by its embedded trabecular beam in a very advantageous and economical way. For this purpose, Crossing buildings at intervals, usually centered around 2 4 ”or with special buildings For other intervals required by the object, the template 1 5 3 is arranged between the trabeculae, slightly lower than the apex 5 1 2 of the trabecular and the tongue-shaped piece 154. In order to keep the template at this height, a template clamp is provided Tightener 160, the clamp 160 substantially includes a lower lever member 162 and a pair of upper lever members_1 64-164, connecting 166 to connect the upper lever member and the lower lever member, scissor link 1 6 7 image operation Screw 1 6 8 and nut 1 6 9 connecting rod 1 6 4, use handwheel 1 7 0 or other suitable structure to turn the screw, therefore, it is necessary to force the scissor link to move outward and above, which can make the connection The lever 16 β swings upwards to move the upper clamping lever to the lower part. In this way, the wedge plate can be supported at the required height level, and the vertex portion 152 of the connecting plate extends upward beyond the template 1 5 3 height. When pouring concrete on the wedge plate, it flows around the apex of the connecting plate, which is substantially the same as the method of the plate described in FIGS. 3 and 4. (Please read the opposite first: / £ · Issues before writing ---
本紙张尺度逍用中國Β家樣準(CNS)T4規格（210x297公«：) U 81. 7. 20,0()0¾ (II) 油· Λ 6 Π6 經濟部中央櫺準局C3：工消许合作杜印¾ 五、發明説明（19) 樓板然後被硬化，留下實心的一整片結構。 然後，從樓板之下方鬆開螺絲，移除夾緊具及模板而可 簡單地拆下模板。 此事實上為圖2中所示者之概略形式，其中，所示樓板 20的部份為已經被澆注過，而部份之模板，設有小樑150 之連結板之頂點部分152在該處向上延伸。 同時應注意，圖2中各種組件之比例及有關尺寸，因為 顯示以便說明本發明之原理而稍徹有所改變。 應注意，根據本發明，兩個該結構構件可被聯合在一起 而形成具有較大硬度及負荷承載能力的單一複合結構構件 ，該種複合結構構件為如圖14中之符號180所示者。 其中可見包括第一結構構件182及第二結構構件184,每 一値結構構件182及184為相同結構而大致上類似於目5所 示者。 再者，兩個結構構件182及184被位於連結板之頂點1S6-186,相互配準並實際上接觸，頂點即以適當方式如用點 焊或其他者而被固定在一起。 為了要提供牢固的附箸，頂點186宜為形成有平坦區域 188以便對兩個結構構件之接頭提供高程度的整體性及強 度。 此種複合結構構件具有獨特的特性，其為均以廉價由金 屬板所製造，但相對於結構構件之預定長度中金屬之重量 ,其仍具有高度的強度及極大的負荷承載，此外，構成此 等複合結構構件之製造成本為相當低於用習知技術製造具 (請先閲讀背而之注意事項洱蜞窍本一.、 本紙張尺度逍用中國國家楳準（CNS)甲4規格（210x297公；¢) 2ΐ39ν» Λ 6η 6 經濟部屮央標準局员工消t合作社印製 五、發明説明（20) 有相同強度之結構構件。 根據本窭明具有非常有利之待性，本發明之結構構件較 佳為用冷軋及冷成形技術，如在圖13a, 13b,及13c中所 示，本質上，根據本發明之實施，從一條連缠性金颶板帶 可形成兩個分開的結構構件，此可大為減少金屬板之浪費 ，其固有在如美國專利第4,909,007號中所掲示之透雕細 工結構構件，如在圖13a中所示，金屬板之帶200,雖不是 唯一作為適當標準厚度之鍍鋅銷，但特別偽沿冷式生産線 通過，在該過程中，帶條200係沿著鋸齒狀部份之線202而 被分割為二，為了在連結板上形成如圖5中所示之開口 . 開口 204宜在該連纊冷成形過程中貫穿連结板而形成。 如圖1 3 b中所示之在冷成形法過程之後來階段，沿著兩 個帶條部份200a及200b之鋸齒形狀邊緣形成突综部206, 該等為形成上述之最後結構構件之邊線突緣部結構。 應注意，分割線2 0 2在每一個連結板之頂點2 0 δ為較接近 突緣部206,而在連結板/运?韁喉部2 1 0則離突緣部最遠。 如此一來，沿著兩個部份200a, 200b所形成之鋸齒 ί ! 狀邊緣突緣部206-206 點208時之最小寛度變化至在奪 喉部2 1 0之寬度最大，此情形對結構構件給予在該部份所 需要的寳貴的額外強度者。 類似的邊緣突緣部212被形成於開口部204之周圍，並在 操作中之相同階段在該部位為向外方_曲。 在每一痼連結板之頂點208另形成有開口 214,而後開口 部2 1 4所沖出之材料即用以形成如顯示於圖5中之結構構件 (請先閲讀背而之注意事項洱碭寫本厂」 本紙尺度逍用中國國家標毕（CHS)肀4規格（210X297公釐） 81. 7. ^0,0()1)¾ (I!) 1 39ί· A fi 經濟部中央標準局兵工消费合作杜印5i 五、發明説明（21) 中之舌形狀體。 沿著帶條200之兩邊，形成有邊緣突緣彎曲部216,以形 成第一邊緣突緣部。 另一邊緣突緣部彎曲部218-218形成於隔開並平行於彎 曲部216(看圖13c)。帶條為被其兩個自由邊緣220-220限 定其範圍。 以上述之方法，沿著兩間柱之直線狀邊緣同時形成連缠 的大致呈C形剖面直線狀邊綠突緣部結構，類似圖9中所示 之具體例，如此所形成之一對間柱之正面圖為如圖13C中 所示者。 此等過程當然由位於切斷部下游之冷形成生産線之連續 性锟式模台架所實行，因此，首先實行切斷及形成鋸齒形 狀邊緣及開口之形成，然後，以所習知之方法，以縱向锟 軋形成直線狀邊緣之突緣部結構。 連續性鋸齒狀分割及沖開口部，可用由發明者博德納 (BODNAR, Ernest R.)所發明，於1988年3月22日所獲頒之 美國專利第4,732,028號所掲示之機器予以實施，此機器 在不停止之運作中特別適於金屬板之冷成形以切斷金屬板 及在該部位形成突綠部結構者。 由於該機器已經在前述之專利中詳細地顯示過，因此並 未在此顯示。 圖15為顯示固定直線狀邊緣之.自由邊緣於連結板中間部 份之其他模態，在該例中，舌形狀體2 3 0 , 2 3 2偽被分別沖 出連結板之自由邊緣以及中間部份者，舌形狀體如圖所示 (請先閲讀背而之注意事項再项寫木-··、 本紙张疋度边用中BIS家標準(〇<5)肀4規格（210x297公;¢)23 81. 7. 20,00i)ik (I!) 21^9£〇__Λ]_ 五、發明説明（22) 被彎曲，舌形狀體232通過由舌形狀體230所形成之開口以 已羼 而有 子所 例括 為包 作但 此 ， 在擻 ，待 〇 述定者 。描待變 者之何改 起例任之 1 體之内 為具述圍 份佳所範 部較於利 板之制專 結明限請 連發非申 個本並之 兩像明附 定述發隨 固前本所 便 。於 (請先閲讀背而之注意事嘴再填寫本 經濟部中央標準局C3：工消伢合作杜印製 81. 7. 20,0()1)¾ (II) 本紙5fc尺度遑用中國國家標準（CNS)TM規格（210X297公釐）24The size of this paper is easy to use Chinese Beta Standard (CNS) T4 (210x297) «:) U 81. 7. 20,0 () 0¾ (II) Oil · Λ 6 Π6 Central Bureau of Economic Development C3: Work Consumer Xu Cooperation Du Yin ¾ V. Description of the invention (19) The floor slab is then hardened, leaving a solid piece of structure. Then, loosen the screws from under the floor, remove the clamp and formwork and simply remove the formwork. This is actually a schematic form of what is shown in Figure 2, where the part of the floor 20 shown has been cast, and part of the formwork, the apex part 152 of the connecting plate with trabecular 150 is there Extend upward. It should also be noted that the proportions and related dimensions of the various components in FIG. 2 have been slightly changed because they are shown to illustrate the principles of the present invention. It should be noted that, according to the present invention, two such structural members can be combined together to form a single composite structural member having greater hardness and load carrying capacity. Such a composite structural member is shown as symbol 180 in FIG. 14. It can be seen that the first structural member 182 and the second structural member 184 are included, and each of the structural members 182 and 184 has the same structure and is substantially similar to that shown in item 5. Furthermore, the two structural members 182 and 184 are located at the vertices 1S6-186 of the connecting plate, are registered with each other, and are actually in contact, and the vertices are fixed together in a suitable manner such as spot welding or others. In order to provide a firm attachment, the apex 186 is preferably formed with a flat area 188 to provide a high degree of integrity and strength to the joint of two structural members. This kind of composite structural member has unique characteristics, which are all made of metal plates at low cost, but relative to the weight of the metal in the predetermined length of the structural member, it still has a high strength and a great load bearing, in addition, constitutes this The manufacturing cost of such composite structural members is quite lower than that of manufacturing tools using conventional technology (please read the notes on the back of this book first. This paper size is used in China National Standard (CNS) A 4 specifications (210x297 Public; ¢) 2ΐ39ν »Λ 6η 6 Printed by the employee cooperative of the Central Standards Bureau of the Ministry of Economic Affairs V. Description of the invention (20) Structural members with the same strength. According to this design, it has very favorable hospitality and the structure of the invention The components are preferably cold rolled and cold formed techniques, as shown in FIGS. 13a, 13b, and 13c. Essentially, according to the practice of the present invention, two separate structures can be formed from an intertwined gold hurricane strip Components, which can greatly reduce the waste of metal plates, which are inherent in the openwork structure components shown in US Patent No. 4,909,007, as shown in FIG. 13a, the metal plate band 200, although not the only Zinc-plated pins of appropriate standard thickness, but especially passed along the cold production line, in this process, the strip 200 is divided into two along the line 202 of the zigzag portion, in order to form 5. The opening shown in 5. The opening 204 should be formed through the connecting plate during the cold forming process. As shown in FIG. 1 3b, after the cold forming process comes the stage, along the two strips The zigzag edges of parts 200a and 200b form a heald portion 206, which are the edge flange structure forming the last structural member mentioned above. It should be noted that the dividing line 2 0 2 is at the vertex 2 0 δ of each connecting plate is Close to the flange part 206, and in the connecting plate / transport? Rein throat 2 1 0 is farthest from the flange part. In this way, along the zigzag formed by the two parts 200a, 200b! Shaped edge flange The minimum width of the part 206-206 at point 208 changes to the maximum width of the throat 2 1 0, which gives the structural member valuable extra strength required in that part. Similar edge flange part 212 It is formed around the opening 204, and is outward in this area at the same stage of operation _ 曲。 An opening 214 is formed at the vertex 208 of each connecting plate, and the material punched out from the rear opening 2 14 is used to form the structural member as shown in FIG. 5 (please read the back first and pay attention Matters are written by Erdang Factory ". The paper size used Chinese National Standard (CHS) 4 specifications (210X297 mm) 81. 7. ^ 0,0 () 1) ¾ (I!) 1 39ί · A fi Central Ministry of Economic Affairs Standards Bureau Ordnance Consumer Cooperation Duin 5i V. Tongue-shaped body in the description of invention (21) Along the two sides of the strip 200, an edge flange bending portion 216 is formed to form a first edge flange portion. The other edge flange portion curved portions 218-218 are formed spaced apart and parallel to the curved portion 216 (see Fig. 13c). The band is limited by its two free edges 220-220. In the above-mentioned method, along the linear edges of the two pillars, a continuous green edge structure with a substantially C-shaped cross-section is formed at the same time, similar to the specific example shown in FIG. The front view is as shown in FIG. 13C. These processes are of course carried out by the continuous roll-type die stand of the cold forming production line located downstream of the cut-off section. Therefore, the cutting and forming of the saw-toothed edges and openings are first carried out, and then, by the known method, The longitudinal edge is rolled to form a straight edge flange structure. The continuous zigzag segmentation and punching opening can be implemented by the machine shown in US Patent No. 4,732,028 issued on March 22, 1988 invented by the inventor BoDNAR (Ernest R.), This machine is especially suitable for the cold forming of metal plates to cut the metal plates and form the green part structure at this part in the non-stop operation. Since the machine has been shown in detail in the aforementioned patent, it is not shown here. Fig. 15 shows the fixed linear edge. The free edge is in other modes of the middle part of the connecting plate. In this example, the tongue-shaped bodies 2 3 0, 2 3 2 are punched out of the free edge and the middle of the connecting plate respectively In some cases, the tongue-shaped body is shown in the figure (please read the notes before you write the wood -...), this paper is used in the BIS home standard (〇 < 5) 4 specifications (210x297 ; ¢) 23 81. 7. 20,00i) ik (I!) 21 ^ 9 £ 〇__Λ] _ V. Description of the invention (22) The tongue-shaped body 232 is bent through the opening formed by the tongue-shaped body 230 Take the example that has been included as a package, but in this case, those who are waiting to be stated. Describe how to change the person who changed the routine. The body within the body is a good description of the circumstance. Compared with the Legislative Board, the specific limit of the system is limited. Please issue two copies of the non-application copy together with the fixed description. As long as the firm is fixed. At (please read the notes on the back and fill in the C3 of the Central Bureau of Standards of the Ministry of Economic Affairs: Cooperative Printing by the Consumers and Consumers 81. 7. 20,0 () 1) ¾ (II) The 5fc scale of this paper does not use the country of China Standard (CNS) TM specifications (210X297mm) 24